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HomeMy WebLinkAboutE2.pdfNO. DESCRIPTION OF REVISION DATE BY JOB: ARCHITECT: CONTRACTOR: DRN BY: CHKD BY: PROJECT LEADER: JOB NO.: DATE: SHEET TITLE: SHEET NUMBER DATE: STRUCT. ENG.: GENERAL NOTES : TUBE STEEL: ASTM A500 GR. B UNLESS NOTED BOLT: ASTM A325 UNLESS NOTED HOLES: PAINT: 1 S/C STANDARD PRIMER PL STEEL: ASTM A36 UNLESS NOTED W STRUCT. SHAPES: ASTM A992(50ksi)UNLESS NOTED PIPE: ASTM A53 GR. B UNLESS NOTED FRAMING PLANS @ ROOF & ATTIC LEVELS E2 N.C. 8-14 S.F. 8-14 TY TOLER HIGH PERFORMANCE PRIMER NOT FOR CONSTRUCTION FOR APPROVAL COMMENTS & FIELD MEASURING PURPOSES ONLY. NOTES: 1. FOR EMBED PLATE LOCATIONS SEE DRAWING No. E 1. 2. CONNECTIONS ARE FIELD WELDED AS SHOWN ON DRAWINGS UNLESS NOTED OTHERWISE. 3. BOLTED CONNECTIONS WHERE OCCURS TO WITH ASTM A32 HSB (SNUG TIGHT ) UNLESS NOTED OTHERWISE. 27 ‘ - 0 18 ‘ - 3 FV 4 ‘ - 4 1/2 FV 4 ‘ - 4 1/2 FV 9 ‘ - 6 FV FV FV 9 ‘ - 0 A2 B B1 15 14 13 12 27 ‘ - 0 27 ‘ - 0 4“ 6“ (+/) FV EL . 97 ‘ - 10 1/2 EXIST. FIN. FLOOR EL . ( F V ) EL . 97 ‘ - 10 1/2 EXIST. FIN. FLOOR EL . ( F V ) 5 ‘ - 7 1/2 18 ‘ - 5 6 ‘ - 0 ( FV ) 2 ‘ - 0 6 ‘ - 4 2 ‘ - 0 2 ‘ - 1 B E 3 B E 3 ( OPP. HD.) A E 3 A E 3 N FRAMING PLAN @ ROOF 1 E 2 ( T.O.S. EL. AS NOTED ) ( REF. DWG. S102 ) 4 ‘ - 9 FV 8 ‘ - 6 9 ‘ - 6 8 ‘ - 6 4 ‘ - 5 4 ‘ - 3 4 ‘ - 3 4 ‘ - 9 4 ‘ - 9 4 ‘ - 3 4 ‘ - 3 9 ‘ - 0 9 ‘ - 0 8‘ - 8 4 “ 8 ‘ - 6 4 ‘ - 3 4 ‘ - 3 4 ‘ - 9 FV 9 ‘ - 0 9 ‘ - 0 8 ‘ - 0 1 ‘ - 0 4 ‘ - 9 3 ‘ - 11 8 ‘ - 8 FV FV FV C E 3 HSS 10 x 5 x 3/8 ( LSV ) (107 ’ - 2) W8 x 18 FRAME ( SLOPED ) W8 x 18 FRAME ( SLOPED ) W8 x 18 ( SLOPED ) W8 x 18 ( SLOPED ) W8 x 18 ( 107 ‘ - 10 1/2 +/- ) W8 x 18 ( 107 ‘ - 10 1/2 +/- ) HSS 10 x 5 x 3/8 ( LSV ) (107 ’ - 2) HSS 10 x 5 x 3/8 ( LSV ) (107 ’ - 2) HSS 10 x 5 x 3/8 ( LSV ) (107 ’ - 2) HSS 10 x 5 x 3/8 ( LSV ) (107 ’ - 2) HSS 10 x 5 x 3/8 ( LSV ) (107 ’ - 2) HSS 10 x 5 x 3/8 ( LSV ) (107 ’ - 2) HSS 10 x 5 x 3/8 ( LSV ) (107 ’ - 2) HSS 10 x 5 x 3/8 ( LSV ) (107 ’ - 2) HSS 10 x 5 x 3/8 ( LSV ) (107 ’ - 2) HSS 7 x 7 x 3/8 ( SLOPED ) 0 “ HSS 7 x 7 x 3/8 ( SLOPED ) 0 “ FOR FRAMING & X - BRACE RODS BELOW SEE ELEVATION A / E3 X - BRACE RODS ( BELOW ) X - BRACE RODS ( BELOW ) W6x15 W6x15 W6x15 (108’ - 6 3/4) W6x15 (108’ - 6 3/4) HSS 6 x 3 x 1/4 HSS 6 x 3 x 1/4 HSS 6 x 3 x 1/4 HSS 6 x 3 x 1/4 HSS 8 x 3 x 1/4 ( 108 ‘ - 11 1/4 ) HSS 8 x 3 x 1/4 ( 108 ‘ - 11 1/4 ) HSS 6 x 4 x 3/8 8 ‘ - 8 4 “ 9 ‘ - 0 9 ‘ - 0 5 ‘ - 7 1/2 15 B A2 6 ‘ - 0 2 ‘ - 2 2 ‘ - 0 2 ‘ - 0 2 ‘ - 2 2 ‘ - 0 6 ‘ - 0 18 ‘ - 5 14 HSS 8 x 6 x 3/8 ( 108 ‘ - 11 1/4 ) 1’ - 0 SPLICE 4 “ W6x15 (108’ - 6 3/4) C E 3 HSS 8 x 3 x 1/4 ( 108 ‘ - 11 1/4 ) FIELD SET ( APPROVER PROVIDE ) N FRAMING PLAN @ ATTIC 2 E 2 T.O.S. EL. 109 ‘ - 6 3/4 UNLESS NOTED (XXX ’ - X) ( REF. DWG. S102 ) FIELD VERIFY ALL PITCHES, T.O.S. ELS . , DIMENSIONS & WORK POINT ELS. ( FV = FIELD VERIFY ) APPROVER: T.O.S. EL . SHOWN DOESN’T COORDINATE WITH SECTION 6 / S302. PLEASE ADVISE. APPROVER / ENGINEER: CONFIRM INTENDED MATERIAL THICKNESS. A 4 A 4 A 5 B 5 C 5 A 5 B 5 C 5 A 6 B 6 B 6 (2)C6 D 6 D 6 F 6 H 6 H 6 K 6 M 6 N 6 P 6 GPSL ARCHITECTS, p . c . - VAIL , CO ANDERSON & HASTINGS - LAKEWOOD , CO VAIL VILLAGE WELCOME CENTER VAIL , CO G. E. JOHNSON CONSTR. - CO. SPRGS. , CO M2090 REVIEWED FOR GENERAL ARRANGEMENT. REVIEW SUBJECT TO COMPLIANCE WITH ALL CONTRACT DOCUMENTS. DETAIL DIMENSIONS AND QUANTITIES NOT CHECKED. ANDERSON & HASTINGS CONSULTANTS 303-433-8486 BY________DATE___________ _ ACTION: NO EXCEPTIONS TAKEN EXCEPTIONS AS NOTED REVISE AND RETURN REJECTED MAF 11/17/14 11/19/14